CN203821839U - Integral bearing platform template for construction - Google Patents
Integral bearing platform template for construction Download PDFInfo
- Publication number
- CN203821839U CN203821839U CN201420194336.1U CN201420194336U CN203821839U CN 203821839 U CN203821839 U CN 203821839U CN 201420194336 U CN201420194336 U CN 201420194336U CN 203821839 U CN203821839 U CN 203821839U
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- CN
- China
- Prior art keywords
- transverse truss
- truss
- cushion cap
- support column
- cap template
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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- 238000010276 construction Methods 0.000 title abstract description 17
- 239000000463 material Substances 0.000 claims description 12
- 229910000746 Structural steel Inorganic materials 0.000 claims description 8
- 229910000838 Al alloy Inorganic materials 0.000 claims description 4
- 238000001125 extrusion Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses an integral bearing platform template for construction. The integral bearing platform template comprises a supporting beam, and a supporting system connected with the lower part of the supporting beam, wherein the supporting system comprises a plurality of supporting units which are connected with one another; the supporting units are connected with one another through connecting columns; each supporting unit comprises a cross bridging connected in a position between adjacent transverse trusses; the transverse truss comprises an upper transverse truss and a lower transverse truss; a plurality of supporting columns are connected in a position between the upper transverse truss and the lower transverse truss; two ends of the supporting columns are respectively connected with the interiors of clamping plate structures of the upper transverse truss and the lower transverse truss through thread fastening pieces; a diagonal truss is arranged between every two adjacent supporting columns; two end parts of the diagonal truss are respectively connected with the clamping plate structures of the upper transverse truss and the lower transverse truss through thread fastening pieces. The integral bearing platform template has the advantages that the bearing platform template can be properly suitable for various terrains, after the bearing platform template is assembled, the height of the whole bearing platform template and the construction width can be adjusted, the construction efficiency can be obviously improved, and the overall structural strength of the bearing platform template is also greatly improved.
Description
Technical field
The utility model relates to cushion cap template, especially relates to monolithic cushion cap template for a kind of building operations.
Background technology
In the building operations of building at the scene, cushion cap template is important instrument, and it comprises support system and is positioned at support system top contact material.The structural stability of whole cushion cap template and structural strength are directly related with support system.What current support system was the most frequently used is steel pipe scaffold, and it exists on-site construction processes many, regulates difficulty large, the shortcomings such as Heavy Weight and complex structure after moulding.Current support system is owing to lacking the adjustable function of monolithic, and only a large amount of man-hours has just been wasted in the installation of cushion cap template and adjusting, also makes it become the principal element that affects efficiency of construction.And current support system splicing construction intensity is very low, and constructor's life security in caused Scaffold Collapse Accident serious threat.
Utility model content
The purpose of this utility model is to provide monolithic cushion cap template for a kind of building operations, and it has advantages of after the high and moulding of overall construction intensity easy to adjust.
The utility model is achieved like this, the support system that it comprises brace summer and is connected to brace summer bottom, is characterized in that: described support system comprises the support unit that several are connected, between each support unit, by joint pin, is connected; Described support unit comprise have clamp region transverse truss, oblique truss, there is the support column of disjunctor tubular structure and be connected to the bridging between adjacent transverse truss, transverse truss comprises transverse truss and lower transverse truss, between upper transverse truss and lower transverse truss, be connected with the support column that several are evenly arranged, the two ends of support column are connected in the clamp region of upper transverse truss and lower transverse truss by threaded fastener respectively; Between adjacent supports post, be provided with an oblique truss, the both ends of oblique truss are also connected in the clamp region of upper transverse truss and lower transverse truss by threaded fastener respectively; Be arranged in the support unit of whole support system bottommost, its support column bottom is connected with screw rod, and the lower end of screw rod is connected with base, is also provided with the threaded adjusting piece of adjusting screw(rod) extension elongation on screw rod.Described transverse truss and support column are aluminium alloy extrusions.
Preferably: the clamp region of described transverse truss is to consist of two parallel sheet materials that are clamped together, and described sheet material has turnup structure.
Preferably: described support column comprises two parallel tubing, parallel tubing is integrated by dowel is fixed.
Preferably: the parallel tubing of described support column is in axial direction gone up and is evenly placed with several and highly regulates through hole.On described joint pin, also in axial direction go up and be also evenly placed with several and highly regulate through hole.
Preferably: described in be arranged in the support unit of whole support system bottommost, the bottom of one of them tubing of support column is connected with screw rod.
Preferably: described transverse truss is fixed with several angle iron connecting pieces by threaded fastener, the end of bridging is connected with angle iron connecting piece by threaded fastener.
Preferably: described brace summer is i beam, upper side and downside at i beam are equipped with the caulking groove structure caving inward, the top of bolt is connected in the caulking groove structure of i beam downside, the bottom of bolt is provided with pad, pad is stuck on the turnup structure of sheet material in upper transverse truss by the draw-in groove of sidepiece, and described pad passes through fastening nuts.
The beneficial effects of the utility model are: the utility model adopts integrally-built transverse truss, by connecting bridging and the height-adjustable support column of adjustable whole cap mold distance between plates, form a support system completing, so both guaranteed the structural strength of whole cushion cap template, make after assembling moulding, can need to finely tune cushion cap template according to what construct; So just greatly improved the efficiency of construction of building.And adopt high-strength aluminum alloy section as main support material, have quality light, intensity is high, is convenient to the feature of processing.
Accompanying drawing explanation
Fig. 1 is the structural representation of an embodiment of the utility model.
Fig. 2 is the structural front view of an embodiment of the utility model.
Fig. 3 is the lateral view of Fig. 2.
Fig. 4 is the upward view of Fig. 2.
Fig. 5 is the turning over all over structural representation of clamping plate of transverse truss.
Fig. 6 is the syndeton enlarged drawing at B place in Fig. 1.
Fig. 7 is the syndeton enlarged drawing at A place in Fig. 3.
Fig. 8 is the structural representation of pad.
Fig. 9 is the utility model brace summer and the structural representation being connected of transverse truss.
Figure 10 is the structural representation of the utility model support column.
Figure 11 is the structural representation of support system of the present utility model while being two-layer.
In the drawings, 1, bridging 2, oblique truss 3, support column 4, screw rod 5, base 6, angle iron connecting piece 7, transverse truss 8, brace summer 9, upper transverse truss 10, lower transverse truss 11, threaded adjusting piece 12, caulking groove structure 13, bolt 14, nut 15, dowel 16, highly regulate through hole 17, pad 18, joint pin.
The specific embodiment
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4 and Figure 11, the utility model is achieved like this, described support system comprises the support unit that several are connected, between each support unit, by joint pin 18, be connected, the support system being formed by two-layer support unit as shown in figure 11, Fig. 1, Fig. 2, Fig. 3 and Fig. 4 are the support system of mono-layer propping cell formation, described support unit comprises brace summer 8 and the support system that is connected to brace summer 8 bottoms, its structure is that described support system comprises the transverse truss 7 with clamp region, oblique truss 2, there is the support column 3 of disjunctor tubular structure and be connected to the bridging 1 between adjacent transverse truss 7, transverse truss 7 comprises transverse truss 9 and lower transverse truss 10, between upper transverse truss 9 and lower transverse truss 10, be connected with several support columns of evenly arranging 3, the two ends of support column 3 are connected in the clamp region of upper transverse truss 9 and lower transverse truss 10 by threaded fastener respectively, as shown in Figure 6, between adjacent supports post 3, be provided with an oblique truss 2, the both ends of oblique truss 2 are also connected in the clamp region of upper transverse truss 9 and lower transverse truss 10 by threaded fastener respectively.Described transverse truss 7 and support column 3 are aluminium alloy extrusions.On described joint pin 18, also in axial direction go up and be also evenly placed with several and highly regulate through hole, reduced the weight of whole cushion cap template.
When support system is sandwich construction, be arranged in the support unit of whole support system bottommost, its support column bottom is connected with screw rod 4, and the lower end of screw rod 4 is connected with base 5, is also provided with the threaded adjusting piece 11 of adjusting screw(rod) 4 extension elongations on screw rod 4.And support column 3 comprises two parallel tubing, parallel tubing two ends are integrated by dowel 15 is fixed, as shown in figure 10; The described support unit that is arranged in whole support system bottommost, the bottom of one of them tubing of support column is connected with screw rod 4.By the effect of threaded adjusting piece 11, can need to make screw rod 4 elongate or shorten according to landform, so just change the top height of support column 3, its effect is the landform compliance that has improved whole cushion cap template on the one hand, can, according to construction needs, regulate the Partial Height of cushion cap template on the other hand.
As shown in Figure 5, the clamp region of described transverse truss 7 consists of two parallel sheet materials that are clamped together, and described sheet material has turnup structure.
As shown in Figure 7 and Figure 8, described brace summer 8 is i beam, upper side and downside at i beam are equipped with the caulking groove structure 12 caving inward, the top of bolt 13 is connected in the caulking groove structure 12 of i beam downside, and the bottom of bolt 13 is stuck on the turnup structure of sheet material in upper transverse truss 9 by nut 14.The bottom of bolt 13 is provided with pad 17, and pad 17 is stuck on the turnup structure of sheet material in upper transverse truss 7 by the draw-in groove of sidepiece, and described pad 17 is fastening by nut 14.Upper transverse truss 9 wherein and lower transverse truss 10 are all complete strip structures, can by stressed, evenly spread on each support column 3 well, and its structural strength and stability are all better than the transverse truss of tradition splicing.When construction, can be according to the needs of platform construction, the length of transverse truss 9 and lower transverse truss 10 in selection, for example, when the length of upper transverse truss 9 is greater than the length of lower transverse truss 10, forming isosceles trapezoidal structure, as shown in Figure 1, otherwise is isosceles trapezoidal structure.
As shown in Figure 9, aspect being connected of brace summer 8 and upper transverse truss 9, can adopt the syndeton design of two bolts 13, these two bolts 13 lay respectively at 9 liang of outsides of transverse truss, by nut 14 fastening effects, can make brace summer 8 be connected to securely on transverse truss 9; And can change the position that brace summer 8 is gone up transverse truss 9 relatively by adjusting bolt 13, and then regulate operation platform position, very convenient.
The parallel tubing of support column 3 is in axial direction gone up and is evenly placed with several and highly regulates through hole 16; The disjunctor pipe structure that support column 3 adopts, as main bearing member, its structural strength is greatly improved, and the height of support column 3 regulates the through hole 16 can be as required, for regulating the level height of transverse truss 7.
Described transverse truss 7 is fixed with several angle iron connecting pieces 6 by threaded fastener, and the end of bridging 1 is connected with angle iron connecting piece 6 by threaded fastener.Utilize angle iron connecting piece 6 assembly and disassemblies convenient, and structural strength is good; Bridging 1 is connected between two adjacent transverse truss 7, has shared well the pressure between upper transverse truss 9 and lower transverse truss 10, makes whole truss mould plate horizontal force even, the risk of greatly having avoided traditional scaffold to cave in.
The utility model is for the high cushion cap template of a kind of good stability, structural strength of the fault of construction proposition of traditional scaffold construction platform, it can adapt to various landform well, after assembling completes, the whole height of whole cushion cap template and local height all can realize quick adjusting as required, and the construction area on cushion cap template top also can regulate by brace summer 8, so just improved efficiency of construction, reduce the waste in man-hour in the installation of cushion cap template and adjustment process, also greatly improved the structural strength of cap mold slab integral.
Claims (9)
1. a monolithic cushion cap template for building operations, the support system that it comprises brace summer and is connected to brace summer bottom, is characterized in that: described support system comprises the support unit that several are connected, between each support unit, by joint pin, is connected;
Described support unit comprise have clamp region transverse truss, oblique truss, there is the support column of disjunctor tubular structure and be connected to the bridging between adjacent transverse truss, transverse truss comprises transverse truss and lower transverse truss, between upper transverse truss and lower transverse truss, be connected with the support column that several are evenly arranged, the two ends of support column are connected in the clamp region of upper transverse truss and lower transverse truss by threaded fastener respectively; Between adjacent supports post, be provided with an oblique truss, the both ends of oblique truss are also connected in the clamp region of upper transverse truss and lower transverse truss by threaded fastener respectively;
Be arranged in the support unit of whole support system bottommost, its support column bottom is connected with screw rod, and the lower end of screw rod is connected with base, is also provided with the threaded adjusting piece of adjusting screw(rod) extension elongation on screw rod.
2. monolithic cushion cap template for building operations as claimed in claim 1, is characterized in that, the clamp region of described transverse truss is to consist of two parallel sheet materials that are clamped together, and described sheet material has turnup structure.
3. monolithic cushion cap template for building operations as claimed in claim 1, is characterized in that, described support column comprises two parallel tubing, and parallel tubing is integrated by dowel is fixed.
4. monolithic cushion cap template for building operations as claimed in claim 3, is characterized in that, the parallel tubing of described support column is in axial direction gone up and is evenly placed with several and highly regulates through hole.
5. monolithic cushion cap template for building operations as claimed in claim 1, is characterized in that, described in be arranged in the support unit of whole support system bottommost, the bottom of one of them tubing of support column is connected with screw rod.
6. monolithic cushion cap template for building operations as claimed in claim 1, is characterized in that, described transverse truss is fixed with several angle iron connecting pieces by threaded fastener, and the end of bridging is connected with angle iron connecting piece by threaded fastener.
7. monolithic cushion cap template for building operations as claimed in claim 1, is characterized in that, described transverse truss and support column are aluminium alloy extrusions.
8. monolithic cushion cap template for building operations as claimed in claim 1, it is characterized in that, described brace summer is i beam, upper side and downside at i beam are equipped with the caulking groove structure caving inward, the top of bolt is connected in the caulking groove structure of i beam downside, the bottom of bolt is provided with pad, and pad is stuck on the turnup structure of sheet material in upper transverse truss by the draw-in groove of sidepiece, and described pad passes through fastening nuts.
9. monolithic cushion cap template for building operations as claimed in claim 1, is characterized in that, also in axial direction goes up to be also evenly placed with several and highly to regulate through hole on described joint pin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420194336.1U CN203821839U (en) | 2014-04-21 | 2014-04-21 | Integral bearing platform template for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420194336.1U CN203821839U (en) | 2014-04-21 | 2014-04-21 | Integral bearing platform template for construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203821839U true CN203821839U (en) | 2014-09-10 |
Family
ID=51477352
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420194336.1U Expired - Lifetime CN203821839U (en) | 2014-04-21 | 2014-04-21 | Integral bearing platform template for construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203821839U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110094050A (en) * | 2019-05-31 | 2019-08-06 | 广东博恒金属制品有限公司 | A kind of aluminium alloy platform mould |
| CN111236287A (en) * | 2020-02-14 | 2020-06-05 | 重庆大学 | Integral foundation bearing platform for rapid construction |
-
2014
- 2014-04-21 CN CN201420194336.1U patent/CN203821839U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110094050A (en) * | 2019-05-31 | 2019-08-06 | 广东博恒金属制品有限公司 | A kind of aluminium alloy platform mould |
| CN111236287A (en) * | 2020-02-14 | 2020-06-05 | 重庆大学 | Integral foundation bearing platform for rapid construction |
| CN111236287B (en) * | 2020-02-14 | 2020-11-06 | 重庆大学 | Integral foundation bearing platform for rapid construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140910 |
|
| CX01 | Expiry of patent term |